HomeMy WebLinkAbout06050019.18TI
Property Line
Back Of Curb 5 X' -0" Min. I 1
Slope � /ft.
Grcded Lawns -•�-
e'* . " T it _ L" Sidewalk >> 4" Top Soil
Backfill i
Prepared Subgrade
TYPICAL SIDEWALK SECTION
NOT TO SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6" IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
GENERAL NOTES:
3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
OThese
G7
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Spacing Between
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Transverse Joints
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G is for Gas
4.5"
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4 inch
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I � T.C. ELEV.
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NO SCALE
C)
Landing areas at the top of curb ramps shall
NOTES:
have maximum cross slope of 50: 1 in any
1. Curb to be stamped at all locations where any of the above cross under a curb.
3" TOPSOIL
direction. When site infeasibility precludes
2. Letter to be stamped prior to concrete setting up, whenever possible.
a landing slope of 50: 1 in any direction, the
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
R W & PAVEMENT
R/W Line / ~�
CURB GRADES SHOWN IN PROFILES
ARE AT THIS POINT
R/W Line
exceed 50: 1.
HAMILTON COUNTY HIGHWAY DEPARTMENT
(D
If site infeasibility precludes construction to
- 03-09.=.95.
EXISTING GRADE SHOWN IN
HAMILTON COUNTY ENGINEER -DATE
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* ** BACKFILL �� 0
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a maximum of 10: 1 for a maximum 6 in. rise
PROFILE IS AT THIS POINT
50'
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10' FROM BACK OF CURB 30' FROM BACK
0 BACK OF CURB 10' FROM BACK OF CURB
VARIES 3'
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BITUMINOUS I
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SURFACE
5' 1'
EXISTING GRADE
1" FILL WITH JOINT SEALER
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COMPACTED STONE BASE *MAY BE POURED
MONOLITHIC WITH
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1/4" PER 1'
CURB
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CURB
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TYPICAL CUT AREA
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KEYWAY JOINT
SEE PV -37 FOR 6" OF #73 COMPACTC.D STONE BASE
TYPICAL 2' -0" CONC.
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PAVEMENT SECTION
** *WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT
ROLL CURB & GUTTER UNDERDRAIN (TYP)
1" #11 HAC SURFACE COURSE
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TO THE CURB, THE SPACE BEHIND THE CURB SHALL
(SEE DETAIL)
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STATE OF
JS
/ SAWCUT 1/4" CONTROL JOINT
Iy ?ONAI
BE FILLED WITH SUITABLE MATERIAL TO THE
PREPARED SUBGRADE COMPACTED
- 3" #5D HAC BASE
S TAYLOR
Quality Assurance:
D LACH
REQUIRED ELEVATION AND COMPACTED IN LAYERS
TO 93% MODIFIED PROCTER
7" #53 STONE BASE
C206_
T
02/28/05
NOT TO EXCEED 4 ".
010463 -20100
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D c T D/3
ROAD WIDENING AND
TYPICAL
STREET SECTION
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STONE SHOULDER SECTION
CONCRETE ROLL CURB AND GUTTER
NO SCALE
CONTROL JOINT
-
PV 38
IV -5
(CITY OF CARMEL)
CJ
NO SCALE
NO SCALE DCAM 12 -01 (TYPE 1)
JOINT SEALANT \�
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�1/2 BACKER ROD
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3 4 r
VARIES **
1/2" PREFORMED JOINT FILLER
Property Line
Back Of Curb 5 X' -0" Min. I 1
Slope � /ft.
Grcded Lawns -•�-
e'* . " T it _ L" Sidewalk >> 4" Top Soil
Backfill i
Prepared Subgrade
TYPICAL SIDEWALK SECTION
NOT TO SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6" IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
Tooled Or Sawed Joints 4 Thickness
Class "A Concrete '.
4" Minimum
Sidewalk Built With Driveways Shall Hove Minimum Thickness
Of Or Thickness Of Driveway Which Ever Is Greater.
CONCRETE SIDEWALK
NOT TO SCALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REVISED��-
FIGURE
1n -14 1
TOP OF 6" CURB
3' TAPER
PAVEMENT SURFACE
NO SCALE
- COMPACTED STONE
CURB END TRANSITION
* * ** SEE GENERAL NOTES PV -34
100'
TOP OF CURB
G
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
PV -33 NO SCALE
CURB JOINT DETAIL
(DCAM X12 -04)
—N
PAVEMENT MARKING -STOP BAR, 24"
Zr
DOUBLE YELLOW_ PAVEMENT STRIPING LINES
SOLID WHITE PAVEMENT STRIPING LINES
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE
USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE
CONFIGURATION 4" DOUBLE SOLID YELLOW LINE PAVEMENT
MARKINGS FOR MEDIAN STRIPING ARE TO BE USED. ALSO
TRAFFIC STRIPING
T 1"1 I
NO SCALE (ALL STRIPING SHALL BE THERMOPLASTIC)
GENERAL NOTES:
3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
OThese
G7
N
Spacing Between
P N
w
(\
O
t
N >
v
>
Transverse Joints
C
h >
G is for Gas
Shall Not Exceed
3q
c:
h
C:
o
4 inch
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1.25 Times Width
-
NO SCALE
Tooled Or Sawed Joints 4 Thickness
Class "A Concrete '.
4" Minimum
Sidewalk Built With Driveways Shall Hove Minimum Thickness
Of Or Thickness Of Driveway Which Ever Is Greater.
CONCRETE SIDEWALK
NOT TO SCALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REVISED��-
FIGURE
1n -14 1
TOP OF 6" CURB
3' TAPER
PAVEMENT SURFACE
NO SCALE
- COMPACTED STONE
CURB END TRANSITION
* * ** SEE GENERAL NOTES PV -34
100'
TOP OF CURB
G
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
PV -33 NO SCALE
CURB JOINT DETAIL
(DCAM X12 -04)
—N
PAVEMENT MARKING -STOP BAR, 24"
Zr
DOUBLE YELLOW_ PAVEMENT STRIPING LINES
SOLID WHITE PAVEMENT STRIPING LINES
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE
USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE
CONFIGURATION 4" DOUBLE SOLID YELLOW LINE PAVEMENT
MARKINGS FOR MEDIAN STRIPING ARE TO BE USED. ALSO
TRAFFIC STRIPING
T 1"1 I
NO SCALE (ALL STRIPING SHALL BE THERMOPLASTIC)
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
(EJ EXPANSION JOINT
CONCRETE JOINT DETAILS
PV -26
NO SCALE
0
ROLL CURB
DETECTABLE WARNING SURFACE
SEE INDOT DETAIL E 604 - SWCR -02
- -- EDGE OF PVMT
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4' MIN.
2'
Max I ROLL CURB
DER FOOT TRANSITION
N
4" ASPHALT
SECTION A -A
FLARED SIDE FIARED SIDE
Max. 4' -0" Min. I Max. 1. 1 10
SECTION B-B 6" MONOLITHIC -
CURB AND WALK
ACCESSIBLE RAMP DETAIL
NO SCALE
GENERAL NOTES:
3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
OThese
dimensions are based on a 6 in. curb
SS is for Sanitary Sewer
height. They shall be proportionally adjusted
D is for Subsurface or Base Drain
for other curbn"hts
C is for Conduit
OWhere
site infeasibility precludes construction
G is for Gas
w
C)
O
to the width shown, such width may be
decreased to a minimum of 3' -0.
W is for Water
03
The bottom edge of the curb ramp shall be
4 inch
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0 00 m m)
and gutter line.
NO SCALE
C)
Landing areas at the top of curb ramps shall
NOTES:
have maximum cross slope of 50: 1 in any
1. Curb to be stamped at all locations where any of the above cross under a curb.
U
direction. When site infeasibility precludes
2. Letter to be stamped prior to concrete setting up, whenever possible.
a landing slope of 50: 1 in any direction, the
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
af
slope perpendicular to the curb face shall not
CURB STAMP
exceed 50: 1.
HAMILTON COUNTY HIGHWAY DEPARTMENT
(D
If site infeasibility precludes construction to
- 03-09.=.95.
the width shown, the landing width may be
HAMILTON COUNTY ENGINEER -DATE
^
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!� s -9J
HAMILTON COUNTY DIRECTOR AD� E
slope of the curb ramp may be steepened to
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
(EJ EXPANSION JOINT
CONCRETE JOINT DETAILS
PV -26
NO SCALE
0
ROLL CURB
DETECTABLE WARNING SURFACE
SEE INDOT DETAIL E 604 - SWCR -02
- -- EDGE OF PVMT
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4' MIN.
2'
Max I ROLL CURB
DER FOOT TRANSITION
N
4" ASPHALT
SECTION A -A
FLARED SIDE FIARED SIDE
Max. 4' -0" Min. I Max. 1. 1 10
SECTION B-B 6" MONOLITHIC -
CURB AND WALK
ACCESSIBLE RAMP DETAIL
NO SCALE
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path
oftravel.
7. See Standard Drawing E 604- SWCR -12 for
improved access on narrow sidewalks.
8. Algebraic difference in grade between the base
of curb ramp and the gutter shall be limited to Less
than 11 %. If it is not practical, a 2' -0 wide
level sinp shall be provided. Sea detail sketch.
BRICK SURFACE CONSTRUCTION
Slope 12: 1 (� #5 spa @ 18"
- ~~ 1 PAVEMENT
Construction of curb if
separated from ramp
#5x 2' -0
ALTERNATE CURB CONSTRUCTION
8.33 % + 5 % = 13.3a % > 11
8.33 maximum
5 %__ maximum
Provide 2'-0 (eves strip if 2'-0
algebraic difference Provide curb as required,
exceeds 11% may be monoho with
level strip.
CHANGE OF GRADE
2" 2- 2°
D.3°
a
DETAIL OF RAMP GROOVES
GENERAL NOTES:
OThese
dimensions are based on a 6 in. curb
-' CA" - D.9"
height. They shall be proportionally adjusted
for other curbn"hts
I*D•' I I
OWhere
site infeasibility precludes construction
0.9'- 1.4"
w
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O
to the width shown, such width may be
decreased to a minimum of 3' -0.
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03
The bottom edge of the curb ramp shall be
Section a -a
flush with the edge of adjacent pavement
Square pattern
and gutter line.
TRUNCATED DOMES USED
C)
Landing areas at the top of curb ramps shall
IN DETECTABLE WARNINGS
have maximum cross slope of 50: 1 in any
U
direction. When site infeasibility precludes
Detectable warning brick
a landing slope of 50: 1 in any direction, the
af
slope perpendicular to the curb face shall not
Brushed sand mixture
exceed 50: 1.
Setting bed
Slope 12:1 Concrete base
(D
If site infeasibility precludes construction to
-
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the width shown, the landing width may be
_ !'
decreased to 3'-0 minimum. The running
slope of the curb ramp may be steepened to
m
w
a maximum of 10: 1 for a maximum 6 in. rise
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path
oftravel.
7. See Standard Drawing E 604- SWCR -12 for
improved access on narrow sidewalks.
8. Algebraic difference in grade between the base
of curb ramp and the gutter shall be limited to Less
than 11 %. If it is not practical, a 2' -0 wide
level sinp shall be provided. Sea detail sketch.
BRICK SURFACE CONSTRUCTION
Slope 12: 1 (� #5 spa @ 18"
- ~~ 1 PAVEMENT
Construction of curb if
separated from ramp
#5x 2' -0
ALTERNATE CURB CONSTRUCTION
8.33 % + 5 % = 13.3a % > 11
8.33 maximum
5 %__ maximum
Provide 2'-0 (eves strip if 2'-0
algebraic difference Provide curb as required,
exceeds 11% may be monoho with
level strip.
CHANGE OF GRADE
2" 2- 2°
D.3°
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DETAIL OF RAMP GROOVES
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CERTIFIED BY:
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a No. °�
_.� 15179
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STATE OF
JS
Iy ?ONAI
Drawn By.
F RANKIN
Checked By:
S TAYLOR
Quality Assurance:
D LACH
Scale:
0 Scale: 1' = NA'
Sheet
C206_
Date
02/28/05
Project Number
010463 -20100